JP2018044364A - Windbreak snow fence - Google Patents
Windbreak snow fence Download PDFInfo
- Publication number
- JP2018044364A JP2018044364A JP2016180136A JP2016180136A JP2018044364A JP 2018044364 A JP2018044364 A JP 2018044364A JP 2016180136 A JP2016180136 A JP 2016180136A JP 2016180136 A JP2016180136 A JP 2016180136A JP 2018044364 A JP2018044364 A JP 2018044364A
- Authority
- JP
- Japan
- Prior art keywords
- height
- fence
- snow
- windbreak
- windward
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
Description
本発明は、降雪地において道路や線路に吹雪による吹きだまりが形成されるのを防止し、視程を確保するために道路や線路に沿って設置する防風雪柵に関する。 The present invention relates to a windbreak snow fence that is installed along a road or track to prevent a snowdrift from being formed on the road or track in a snowy area and to ensure visibility.
降雪地において、冬季間は主に北から西にかけての季節風が吹くため、道路の路面に吹雪による吹きだまりが形成されるのを防止し、視程を確保して交通の安全を確保するために道路に沿って防風雪柵を設置することが行われている。 In snowy areas, seasonal winds blow mainly from the north to the west during the winter, preventing snowdrifts from forming on the road surface and ensuring visibility and ensuring traffic safety. A windbreak snow fence is installed along the road.
防風雪柵には種々の型式が提案されているが、主に道路の風上側に設置して道路面に風を吹き付けて吹き払う吹払式と、風上側に雪を停留堆積させて道路への吹き付けを軽減させようという吹止式とがある。 Various types of windbreak snow fences have been proposed, but they are mainly installed on the windward side of the road and blown off by blowing wind on the road surface, and snow is stopped and accumulated on the windward side to the road. There is a blow-off type to reduce the spraying.
前者の吹払式では、道路の路肩に間隔をあけて立設した柱間に上下複数の整流板を風下となる道路に向かって下傾斜に設け、風上からの風を下方向に向きを変えて道路面に吹き付け、路面上に堆積しようとする雪を吹き払うものである。また、後者の吹止式は、整流板ではなく道路に吹き付ける吹雪を阻止、減速させることで道路を守るもので、多数の小さな孔を設けた防風雪板等を柱間に設けることが一般的である。 In the former blow-off type, a plurality of upper and lower rectifying plates are installed on the road shoulders on the shoulders of the road so that the wind from the windward is directed downward. Instead, it sprays on the road surface and blows off the snow that is about to accumulate on the road surface. In addition, the latter blowing type protects the road by blocking and slowing down the snow blowing on the road, not the current plate, and it is common to provide windbreak snow boards with many small holes between the columns. It is.
しかし、天候によって発生する吹雪や風の強さはいつも同じではないため、上記のような狙った効果を得られないときもあり、逆に吹きだまりを生じさせてしまう不具合もある。また、防雪柵の風上側の雪の堆積が少ない時も、堆積が多くなった時も、道路上に雪の堆積、雪の巻き上げを引き起こさず、雪による道路交通障害を防止できる、かつ路肩に設置できる吹止式防雪柵が望まれている。 However, since the snowstorm and wind strength generated by the weather are not always the same, there are cases where the above-mentioned targeted effect cannot be obtained, and conversely, there is a problem that a snowdrift occurs. Also, when there is little or no snow accumulation on the windward side of the snow fence, it does not cause snow accumulation or rolling up on the road, preventing road traffic troubles due to snow, and on the shoulder. Blow-type snow fences that can be installed are desired.
一例として、特許第3711470号公報には、全高約5mの防雪柵において、防雪板を鉛直に底部から順次3.2mの高さまで立ち上げた鉛直部と、その上に風上に向かって水平となす角45度の角度で防雪板を傾斜させた長さ0.6mの忍び返し部を設け、さらにその上の防雪板を反対の風下側に、水平となす角60度で傾斜させて風雪を風下遠くへ誘導するようにした長さ1.5mの誘導部、の3つの部分から構成される吹止式防雪柵が示されている。さらに、忍び返し部の防雪板に、あるいはさらに誘導部の防雪板にも直径数cmの穴を一様に、総開口割合が20〜40%になるように開けた状態の吹止式防雪柵が示されている。 As an example, in Japanese Patent No. 3711470, in a snow fence with a total height of about 5 m, a snow plate is vertically raised from the bottom to a height of 3.2 m, and there is a horizontal portion toward the windward. There is a 0.6m-long creeping part with the snowbreaker board tilted at an angle of 45 degrees, and the snowbreaker board is tilted at an angle of 60 degrees to the leeward side on the opposite leeward side. Shown is a blow-off type snow fence made up of three parts, a guide part of 1.5 m in length that is guided to a distance. In addition, there is a blown-type snow fence that has holes with a diameter of several centimeters evenly formed on the snow-preventing plate of the creeping part or on the snow-preventing part of the guiding part so that the total opening ratio is 20 to 40%. It is shown.
この発明によれば、積雪の少ない時は吹止式防雪柵として充分機能し、積雪量が一定量を超えた段階では風雪を遠方まで吹き飛ばして道路上には雪を積もらせない働きをするとしている。 According to this invention, when there is little snow, it functions well as a blow-off type snow fence, and when the amount of snow exceeds a certain amount, it blows wind and snow far away and works to prevent snow from accumulating on the road Yes.
全高約5mと柵高さを高くすることは防風雪性能を高める大きな要因となる。しかし、柵高さを高くするということは、柱や基礎に大きな風による負荷がかかることになるから、強度を高める必要があるため高コストとなってしまう。また、忍び返し部と誘導部のように、支柱の構造を複雑にすると製造コストが嵩むという問題がある。そこで、支柱の形状を単純化し、防風雪板を工夫して防風雪性能を高めようとする方法もある。 Increasing the fence height with an overall height of about 5 m is a major factor for improving wind and snow performance. However, increasing the height of the fence results in a high cost because it is necessary to increase the strength because a large wind load is applied to the pillar and foundation. In addition, if the structure of the column is complicated, such as the creeping part and the guiding part, there is a problem that the manufacturing cost increases. Therefore, there is a method in which the shape of the support is simplified and the windproof snow plate is devised to improve the windproof snow performance.
一例として、特許第4096077号公報には、道路に沿って所定の間隔毎に地盤に埋設する柱脚体と、該各柱脚体に立設する支柱と、該支柱間に架設することにより高さ方向に配設した複数枚の防雪板とからなる防雪柵において、前記支柱間の下部側に設ける下部防雪板群は複数枚の無孔板により構成し、中間に設ける中間部防雪板群は空隙率が約30〜40%の複数枚の有孔板により構成し、上側に設ける上部防雪板群は空隙率が約70〜90%の1枚乃至複数枚の網状パネルにより構成してあることを特徴とする吹き止め式防雪柵が示されている。 As an example, Japanese Patent No. 4096077 discloses a column base that is embedded in the ground at predetermined intervals along a road, a column that is erected on each column base, and a bridge column that is installed between the columns. In a snow fence composed of a plurality of snow plates arranged in the vertical direction, a lower snow plate group provided on the lower side between the columns is composed of a plurality of non-perforated plates, and an intermediate snow plate group provided in the middle is It is composed of a plurality of perforated plates having a porosity of about 30 to 40%, and the upper snow protection plate group provided on the upper side is composed of one or a plurality of mesh panels having a porosity of about 70 to 90%. Shown is a blown snow fence characterized by
この発明によれば、支柱の中間部に配設する中間部防雪板群は透過率が約30〜40%の多数枚の有孔板で構成し、上部側に配設する上部防雪板群は透過率が約70〜90%の1枚乃至複数枚の網状パネルで構成することにより、防雪柵に掛る風荷重を可及的に小さくすると共に重心を低くしたから、柱脚体を大型にすることなく柵高を防風・防雪効果の高い約7mの高さにまで高くすることができるとしている。また、支柱の上部側に配設する防雪板は、透過率が約70〜90%の網状パネルで構成してあり、網状パネルを通して景観を目視できるから運転者に与える圧迫感を最小限にすることができるし、景観阻害の問題も解決できるとしている。 According to this invention, the middle part snow protection board group arranged in the middle part of the support column is composed of a large number of perforated boards having a transmittance of about 30 to 40%, and the upper snow protection board group arranged on the upper side is By constructing one or more mesh panels with a transmittance of about 70 to 90%, the wind load on the snow fence is made as small as possible and the center of gravity is lowered, so the column base is enlarged. It is said that the fence height can be raised to about 7m, which has high wind and snow protection effect. Moreover, the snow-proof board arrange | positioned at the upper part side of a support | pillar is comprised with the mesh-like panel of the transmittance | permeability of about 70-90%, and since a landscape can be visually observed through a mesh-like panel, the feeling of pressure given to a driver is minimized. It can also solve the problem of landscape obstruction.
さらに、柱脚体を大型にすることなく柵高さを防風・防雪効果の高い約7mの高さにまで高くすることができるとしているが、柵高さを高くするということは、強度を高める必要があるため高コストとなってしまう。一方、防風雪板を工夫して柵高さをあまり高くすることなく防風、防雪効果を高めようとする方法もある。 Furthermore, although it is said that the height of the fence can be increased to a height of about 7 m, which has a high windproof and snowproof effect, without increasing the size of the column base, increasing the height of the fence increases the strength. It becomes expensive because it is necessary. On the other hand, there is a method of improving the wind and snow protection effect without devising the wind and snow plate without increasing the height of the fence.
一例として、特許第5579208号公報には、間隔をあけて立設した支柱間に、水平方向に長い短冊状の防風雪板を冬季の風上に対して柵を構成するように上下に複数段並べて設けた防風雪柵において、ほぼ中間の高さから下段を無孔、または風を通しにくい微細孔を設けた防風雪板とし、ほぼ中間の高さから上段の防風雪板は、垂直断面の形状が線対称な膨出部と、膨出部の両端の直線取付部とからなり、直線取付部で支柱に固定し、線対称な膨出部の一方は風上に向かって上方が傾斜した直線又は曲線の傾斜面を有するとともに、前記傾斜面には防風雪板の長手方向に渡って多数の透孔を設け、膨出部の反対側は無孔とする又は風を通しにくい微細孔を設け、ほぼ中間の高さから上段に向けて風上から吹き付ける風が前記防風雪板の傾斜面の透孔を通過するとともに上方へと気流の向きが変化する防風雪柵が示されている。 As an example, in Japanese Patent No. 5579208, a strip-shaped windbreaking snowboard which is long in the horizontal direction is vertically arranged between pillars standing at intervals so as to form a fence against the windward in winter. In the windbreak snow fences arranged side by side, windproof snowboards with no holes in the middle from the middle height or fine holes that do not allow wind to pass through are used. It consists of a bulging part with line symmetry and a straight attachment part at both ends of the bulging part. It is fixed to the column with the straight attachment part, and one of the symmetric bulging parts is inclined upward toward the windward side. While having a straight or curved inclined surface, the inclined surface is provided with a number of through-holes in the longitudinal direction of the windproof snowboard, and the opposite side of the bulging portion is made non-perforated or has fine holes that are difficult to pass air. The wind blown from the windward from the middle height to the upper stage is inclined by the windbreak snowboard. Windproof Yukisaku varying the direction of air flow upward while passing through the hole of the surface is shown.
この発明によれば、上下に複数段並べて配置した防風雪板のほぼ中間から下段を無孔、または風を通しにくい微細孔を設けた防風雪板としたから、風や飛雪を通過させず、上段の防風雪板を通過する気流は上方へと変化し、上段を通過した気流は防風雪柵上層の気流と合流して遠方へ吹き抜けるので、風下側に落下する雪が減少して吹きだまりが発生するのを緩和することができるとしている。また、防風雪板の線対称な膨出部の一方には多数の透孔を設けているから、車両の運転者の与える威圧感を軽減し、その通風性によって風による負荷をやわらげることができるので、防風雪柵のコストを安くできるとしている。 According to this invention, since the windproof snow plate provided with fine holes that are not perforated from the middle of the windproof snow plates arranged in a plurality of stages on the upper and lower sides or provided with fine holes that do not allow wind to pass through, wind and snow are not allowed to pass. The airflow passing through the upper windbreak snowboard changes upward, and the airflow passing through the upper stage merges with the airflow above the windbreak snow fence and blows away far away, so the snow falling to the leeward side decreases and snowdrift occurs It is said that it can be eased. In addition, since one of the symmetric bulges of the windbreak snowboard is provided with a large number of through holes, the intimidating feeling given to the vehicle driver can be reduced, and the airflow can reduce the load caused by the wind. Therefore, the cost of windproof snow fences can be reduced.
上記の特許文献3の技術では、柵高さを約3mとして特許文献1の技術や特許文献2の技術よりコストを安くできるが、上段を通過した気流は防風雪柵上層の気流と合流して吹き抜けるが、柵高さの低さも相まって風下側に落下する雪が特許文献1の技術や特許文献2の技術より多くて柵の風下側に吹きだまりを発生させてしまう。 In the technique of Patent Document 3 above, the fence height is about 3 m, and the cost can be reduced compared to the technique of Patent Document 1 and the technique of Patent Document 2, but the airflow that has passed through the upper stage merges with the airflow of the upper layer of the windbreak snow fence. Although it blows through, the snow falling to the leeward side combined with the low fence height causes more snowfall on the leeward side of the fence due to more snow than the techniques of Patent Document 1 and Patent Document 2.
防風雪柵の設置には、一般にその設置長さが長いため多額のコストがかかる。コストを安くするためには、柱や基礎に負荷をかけないよう防風雪板は風をある程度通過させる構造が望ましい。しかし、上記のような吹きだまりの問題や視程の確保は、風を通過させることで発生する場合が多く、従来の技術では両立させることが難しい。 Installation of a windproof snow fence is generally expensive because of its long installation length. In order to reduce the cost, it is desirable that the windbreak snowboard has a structure that allows the wind to pass to some extent so as not to apply a load to the pillars and foundations. However, the problem of snowdrift and the securing of visibility as described above often occur by allowing the wind to pass, and it is difficult to achieve both with conventional techniques.
そこで本発明では、風下側に生じる吹きだまりを緩和し、風速を弱める効果が高くて視程を確保でき、コストも安い防風雪柵を提供することを目的とする。 In view of the above, an object of the present invention is to provide a windproof snow fence that can alleviate a snowdrift occurring on the leeward side, has a high effect of reducing the wind speed, can ensure visibility, and is low in cost.
上記の課題を解決するために、請求項1に係る発明の防風雪柵は、間隔をあけて垂直に立設した支柱5間に、水平方向に長い短冊状の防風雪板を冬季の風上に対して柵を構成するように上下に複数段並べて設けた防風雪柵1において、柵高さの約2/3の高さから下段を無孔板10とし、柵高さの約2/3の高さから約5/6の高さの上下段20の防風雪板は、垂直断面の形状が線対称な膨出部21と、膨出部21の両端の直線取付部22とからなり、線対称な膨出部21の一方は風上に向かって上方が傾斜した直線又は曲線の傾斜面を有するとともに、前記傾斜面には防風雪板の長手方向に渡って多数の透孔23を設け、膨出部21の反対側は無孔として上下段20全体の開孔率を約20%とし、柵高さの約2/3の高さから約5/6の高さに風上から吹き付ける風が前記防風雪板の傾斜面の透孔23を通過すると上方へと気流の向きが変化するようにし、柵高さの約5/6の高さから上端までの上上段30の防風雪板は、垂直断面の形状が線対称な膨出部31と、膨出部31の両端の直線取付部32とからなり、線対称な膨出部31の一方は風上に向かって上方が傾斜した直線又は曲線の傾斜面を有するとともに、前記傾斜面には防風雪板の長手方向に渡って多数の大透孔33を設け、膨出部31の反対側は小透孔34を設け上上段30全体の開孔率を約40%とし、柵高さの約5/6の高さから上端までの高さに風上から吹き付ける風が前記防風雪板の傾斜面の大透孔33と小透孔34を通過すると上方へと気流の向きが変化するようにしたものである。 In order to solve the above-mentioned problem, the windbreak snow fence according to the first aspect of the present invention has a strip-shaped windbreak snowboard which is long in the horizontal direction between the columns 5 which are vertically arranged with a space therebetween. In the wind-proof snow fence 1 that is arranged in multiple stages above and below to form a fence against the fence, the lower stage is set to the non-perforated plate 10 from the height of about 2/3 of the fence height, and about 2/3 of the fence height. The windproof snowboards of the upper and lower tiers 20 having a height of about 5/6 from the height of the vertical section are composed of a bulging portion 21 whose shape of the vertical section is axisymmetric and a straight mounting portion 22 at both ends of the bulging portion 21. One of the symmetric bulging portions 21 has a straight or curved inclined surface that is inclined upward toward the windward, and a plurality of through holes 23 are provided in the inclined surface over the longitudinal direction of the windbreak snowboard. The other side of the bulging part 21 is non-perforated, and the opening ratio of the entire upper and lower tiers 20 is about 20%, and is blown from the windward to about 5/6 to about 5/6 of the fence height. Wind When passing through the through-hole 23 on the inclined surface of the windbreak snowboard, the direction of the airflow is changed upward, and the windbreak snowboard of the upper upper stage 30 from the height of about 5/6 to the upper end of the fence is A bulging portion 31 whose vertical cross-sectional shape is line symmetric and straight attachment portions 32 at both ends of the bulging portion 31, and one of the line symmetric bulging portions 31 is a straight line inclined upward toward the windward or In addition to the curved inclined surface, the inclined surface is provided with a large number of large through holes 33 in the longitudinal direction of the windbreak snowboard, and the opposite side of the bulging portion 31 is provided with small through holes 34, and the entire upper upper stage 30 is provided. The opening rate is about 40%, and the wind blown from the windward to the height from about 5/6 of the fence height to the upper end is the large and small through holes 33 and 34 on the inclined surface of the windbreak snowboard. The direction of the airflow is changed upward when passing through.
請求項1に係る発明によれば、上下に複数段並べて配置した防風雪板の柵高さの約2/3の高さから下段を無孔板10としたから、風や飛雪を通過させず、上下段20と上上段30の防風雪板を通過する気流は上方へと変化し、上下段20と上上段30を通過した気流は防風雪柵上層の気流と合流して遠方へ吹き抜けるので、風下側に落下する雪が減少して吹きだまりが発生するのを緩和することができる。 According to the first aspect of the present invention, the non-perforated plate 10 is used as the lower plate from the height of about 2/3 of the fence height of the windproof snowboards arranged in a plurality of stages above and below, so that wind and snow can pass through. However, the airflow passing through the windbreak snowboards of the upper and lower tiers 20 and 30 changes upward, and the airflow that passes through the upper and lower tiers 20 and 30 merges with the airflow in the upper windbreak snow fence and blows away to the far side. The snow falling to the leeward side can be reduced to reduce the occurrence of snowdrift.
また同様に、柵高さの約2/3の高さより下段の風を遮り、上下段20と上上段30を通過した気流は上方へと向きを変化させるので、防風雪柵風下の風速は確実に弱められ視程を確保できる。 In the same way, the lower wind is blocked from about 2/3 of the height of the fence, and the airflow passing through the upper and lower tiers 20 and 30 changes direction upward, so the wind speed under the windbreak snow fence is sure. Visible to ensure visibility.
また、支柱5は垂直に立設したから、支柱5の構造が単純で、防風雪柵のコストを安くできる。 Moreover, since the support | pillar 5 stood vertically, the structure of the support | pillar 5 is simple and can reduce the cost of a wind-proof snow fence.
風下側に生じる吹きだまりを緩和し、風速を弱める効果が高くて視程を確保でき、コストも安い防風雪柵を提供するという目的を、間隔をあけて垂直に立設した支柱5間に、水平方向に長い短冊状の防風雪板を冬季の風上に対して柵を構成するように上下に複数段並べて設けた防風雪柵1において、柵高さの約2/3の高さから下段を無孔板10とし、柵高さの約2/3の高さから約5/6の高さの上下段20の防風雪板は、垂直断面の形状が線対称な膨出部21と、膨出部21の両端の直線取付部22とからなり、線対称な膨出部21の一方は風上に向かって上方が傾斜した直線又は曲線の傾斜面を有するとともに、前記傾斜面には防風雪板の長手方向に渡って多数の透孔23を設け、膨出部21の反対側は無孔として上下段20全体の開孔率を約20%とし、柵高さの約2/3の高さから約5/6の高さに風上から吹き付ける風が前記防風雪板の傾斜面の透孔23を通過すると上方へと気流の向きが変化するようにし、柵高さの約5/6の高さから上端までの上上段30の防風雪板は、垂直断面の形状が線対称な膨出部31と、膨出部31の両端の直線取付部32とからなり、線対称な膨出部31の一方は風上に向かって上方が傾斜した直線又は曲線の傾斜面を有するとともに、前記傾斜面には防風雪板の長手方向に渡って多数の大透孔33を設け、膨出部31の反対側は小透孔34を設け上上段30全体の開孔率を約40%とし、柵高さの約5/6の高さから上端までの高さに風上から吹き付ける風が前記防風雪板の傾斜面の大透孔33と小透孔34を通過すると上方へと気流の向きが変化するようにしたことで実現した。 The purpose of providing a windproof snow fence that relaxes the puddle on the leeward side, has a high effect of reducing the wind speed, can ensure visibility, and is low in cost. In the windbreak snow fence 1 in which a long strip-shaped windbreak snowboard is arranged side by side so as to form a fence against the windward in winter, there is no bottom from the height of about 2/3 of the fence height. The windproof snowboard of the upper and lower tiers 20 having a height of about 2/3 to about 5/6 of the height of the fence as the perforated plate 10 has a bulging portion 21 whose vertical cross-sectional shape is axisymmetric, and a bulging portion And the linearly-attached bulging portion 21 on both ends of the portion 21 has one of the linearly symmetric bulging portions 21 having a straight or curved inclined surface inclined upward toward the windward side, and a windproof snow plate on the inclined surface A large number of through-holes 23 are provided in the longitudinal direction, the opposite side of the bulging portion 21 is not perforated, and the opening ratio of the entire upper and lower tiers 20 is about 20%. When the wind blown from the windward from about 2/3 to about 5/6 passes through the through-hole 23 of the inclined surface of the windbreak snowboard, the direction of the airflow is changed upward, and the fence The windproof snowboard of the upper upper stage 30 from the height of about 5/6 to the upper end is composed of a bulging portion 31 whose vertical cross-sectional shape is axisymmetric and a straight mounting portion 32 at both ends of the bulging portion 31. And one of the line-symmetric bulging portions 31 has a straight or curved inclined surface that is inclined upward toward the windward, and the inclined surface has a large number of large through holes extending in the longitudinal direction of the windbreak snowboard. 33 is provided, and a small through hole 34 is provided on the opposite side of the bulging portion 31 so that the opening ratio of the entire upper stage 30 is about 40%, and the height from the height of about 5/6 of the fence height to the upper end is set. This was realized by changing the direction of the air flow upward when the wind blown from the wind passes through the large and small through holes 33 and 34 on the inclined surface of the windbreak snowboard.
以下に、図面を参照しながら本発明の実施例1について説明する。図1は、本発明の実施例1に係る防風雪柵である。 Embodiment 1 of the present invention will be described below with reference to the drawings. 1 is a windproof snow fence according to Embodiment 1 of the present invention.
この防風雪柵1は、冬季の風上に対して柵となるよう道路や線路に沿って設置し、吹雪や吹きだまりが形成されるのを防止して交通の安全を確保するために設置するものである。 This windbreak snow fence 1 is installed along roads and tracks so as to be a fence against the windward in winter, and is installed to prevent the formation of snowstorms and puddles and ensure traffic safety It is.
地面G下には支柱5の基礎となるコンクリート基礎Fを等間隔に埋設し、コンクリート基礎F上に支柱5を垂直に固定する。所要の複数の支柱5が列設され、一対の支柱5の間に水平方向に長い短冊状の防風雪板を上下に並べて柵を構成する。本実施例で示す地面Gから支柱5の上端までの高さは約4m、支柱5の間隔は約3mである。 Under the ground G, concrete foundations F that serve as foundations for the columns 5 are embedded at equal intervals, and the columns 5 are fixed vertically on the concrete foundations F. A plurality of required pillars 5 are arranged in a row, and a strip-shaped windproof snowboard that is long in the horizontal direction is arranged vertically between the pair of pillars 5 to constitute a fence. In this embodiment, the height from the ground G to the upper end of the columns 5 is about 4 m, and the interval between the columns 5 is about 3 m.
防風雪柵1の中間の高さから下段には防風雪板としての無孔板10を地面Gまで並べて設ける。無孔板10は水平方向に長い長方形の短冊状鋼板で、その垂直断面の中間付近を線対称な台形状に凸に折り曲げ成形させ、その上下両端には垂直な直線取付部を設け、無孔板10の四隅となる位置には長孔を設けて支柱5にボルトナットで固定する。本実施例で示す無孔板10は板厚1.6mmの鋼板で、縦(短手)約250mm、横(長手)約3000mm、直線取付部から台形状の凸端までを約70mmとし、地面Gから柵高さの約2/3となる2.5mの高さから下方へ10段隙間なく並べて設けた。また、無孔板10の台形状の凸部分を防風雪柵1の風下側に凸となるよう配置した。 A non-perforated plate 10 as a wind-proof snow plate is provided side by side from the middle height of the wind-proof snow fence 1 to the ground G. The non-perforated plate 10 is a rectangular strip-like steel plate that is long in the horizontal direction, and is bent and formed into a line-symmetric trapezoidal shape near the middle of the vertical cross section, and vertical straight mounting portions are provided at both upper and lower ends, Long holes are provided at the four corners of the plate 10 and fixed to the column 5 with bolts and nuts. The non-perforated plate 10 shown in this embodiment is a steel plate having a thickness of 1.6 mm. The vertical (short side) is about 250 mm, the horizontal (long side) is about 3000 mm, and the distance from the straight mounting portion to the trapezoidal convex end is about 70 mm. From the height of 2.5m, which is about 2/3 of the height of the fence, it was provided side by side without gaps of 10 steps. Further, the trapezoidal convex portion of the non-perforated plate 10 is arranged so as to be convex toward the leeward side of the windbreak snow fence 1.
無孔板10の折り曲げ成形させた部分には孔等は設けないでおく。また、その垂直断面を凸に折り曲げ成形することで断面性能が向上し、無孔板10を薄鋼板で構成しても風で曲げられない強度を得ることができる。 No holes or the like are provided in the bent portion of the non-perforated plate 10. Further, by bending the vertical cross section into a convex shape, the cross-sectional performance is improved, and even if the non-perforated plate 10 is made of a thin steel plate, it is possible to obtain a strength that is not bent by wind.
一方、防風雪柵1の柵高さの約2/3の高さから約5/6の高さの上下段20の防風雪板は、2.5mの高さから3.25mまで支柱5に並べて設ける。上下段20の防風雪板は無孔板10と同様な材質と大きさで、垂直断面の形状が線対称な膨出部21と、膨出部21の上下両端の直線取付部22とからなる。本実施例では上下段20の防風雪板は地面Gから2.5mの高さから3.25mまで3段隙間なく並べて設けた。 On the other hand, the windbreak snowboards of the upper and lower tiers 20 having a height of about 2/3 to about 5/6 of the height of the fence of the windbreak snow fence 1 are attached to the column 5 from a height of 2.5 m to 3.25 m. Set up side by side. The windproof snowboards of the upper and lower tiers 20 are made of the same material and size as the non-perforated plate 10, and are composed of a bulging portion 21 whose vertical cross-sectional shape is axisymmetric and a straight mounting portion 22 at both upper and lower ends of the bulging portion 21. . In the present embodiment, the windproof snowboards of the upper and lower tiers 20 are provided side by side with a gap of three steps from a height of 2.5 m from the ground G to 3.25 m.
膨出部21は無孔板10と同様に垂直断面の中間付近を線対称な台形状に凸に折り曲げ成形したもので、そのほぼ中央から上方には透孔としての多数の直径18mmの丸孔23を上下段20の防風雪板の長手方向に渡って密に設け、下方は無孔として上下段20全体の開孔率を約20%としておく。上下段20の防風雪板の膨出部21の凸の向きは無孔板10と同じで風下に凸とし、膨出部21は台形状に折り曲げられているから、丸孔23は風上に向けて上方が傾斜した傾斜面に多数設けられることになる。また、直線取付部22には上下段20の防風雪板の四隅となる位置に長孔24を設けて支柱5にボルトナットで固定する。 Like the non-perforated plate 10, the bulging portion 21 is formed by bending the vicinity of the middle of the vertical section into a line-symmetric trapezoidal shape, and from the center to the top, a large number of round holes with a diameter of 18 mm as through holes. 23 is densely provided in the longitudinal direction of the windproof snowboard of the upper and lower tiers 20, and the lower portion is made non-perforated so that the opening ratio of the entire upper and lower tiers 20 is about 20%. The convex direction of the bulging portion 21 of the windproof snowboard of the upper and lower tiers 20 is the same as the non-perforated plate 10 and is convex to the leeward side, and the bulging portion 21 is bent into a trapezoidal shape, so the round hole 23 is on the windward side. A large number of inclined surfaces are inclined upward. In addition, long holes 24 are provided in the straight mounting portion 22 at positions corresponding to the four corners of the windproof snowboard of the upper and lower tiers 20, and are fixed to the column 5 with bolts and nuts.
これにより、柵高さの約2/3の高さから約5/6の高さに風上から吹き付ける風が前記上下段20の防風雪板の傾斜面の丸孔23を通過すると、開孔率を約20%としたため少ない量であるが強く上方へと気流の向きが変化する。 As a result, when the wind blowing from the windward to the height of about 5/6 from the height of about 2/3 of the fence height passes through the round hole 23 on the inclined surface of the windproof snow plate of the upper and lower tiers 20, the hole is opened. Since the rate is about 20%, the direction of the airflow changes strongly upward although it is a small amount.
また、防風雪柵1の柵高さの約5/6の高さから上端までの上上段30の防風雪板は、3.25mの高さから4mまで支柱5に並べて設ける。上上段30の防風雪板は無孔板10と同様な材質と大きさで、垂直断面の形状が線対称な膨出部31と、膨出部31の上下両端の直線取付部32とからなる。本実施例では上上段30の防風雪板は地面Gから3.25mの高さから4mまで3段隙間なく並べて設けた。 In addition, the windproof snowboard of the upper upper stage 30 from the height of about 5/6 of the height of the fence of the windbreak snow fence 1 to the upper end is provided side by side on the column 5 from the height of 3.25 m to 4 m. The windproof snowboard of the upper upper stage 30 is made of the same material and size as the non-perforated board 10, and includes a bulging portion 31 whose vertical cross-sectional shape is axisymmetric, and straight mounting portions 32 at both upper and lower ends of the bulging portion 31. . In the present embodiment, the windproof snowboards in the upper upper stage 30 were provided side by side with a gap of three stages from a height of 3.25 m to 4 m from the ground G.
膨出部31は無孔板10と同様に垂直断面の中間付近を線対称な台形状に凸に折り曲げ成形したもので、そのほぼ中央から上方には大透孔としての多数の18×28mmの長丸孔33を上下段30の防風雪板の長手方向に渡って密に設け、膨出部31の反対側は小透孔としての多数の直径14mmの丸孔34を設け、上上段30全体の開孔率を約40%としておく。上上段30の防風雪板の膨出部31の凸の向きは無孔板10と同じで風下に凸とし、膨出部31は台形状に折り曲げられているから、長丸孔33は風上に向けて上方が傾斜した傾斜面に、丸孔34は風上に向けて下方が傾斜した傾斜面に多数設けられることになり、長丸孔33側の開孔率が丸孔34側の開孔率より大となるようにする。また、直線取付部32には上上段30の防風雪板の四隅となる位置に長孔35を設けて支柱5にボルトナットで固定する。 Like the non-perforated plate 10, the bulging portion 31 is formed by bending the vicinity of the middle of the vertical cross section into a line-symmetric trapezoidal shape, and has a large number of 18 × 28 mm as large through holes from the center to the upper side. The long round holes 33 are densely provided in the longitudinal direction of the windproof snowboards of the upper and lower stages 30, and a large number of round holes 34 having a diameter of 14 mm as small through holes are provided on the opposite side of the bulging part 31. Is set to about 40%. The convex direction of the bulging portion 31 of the windproof snowboard of the upper upper stage 30 is the same as that of the non-perforated plate 10 and is convex leeward, and the bulging portion 31 is bent into a trapezoidal shape. A large number of round holes 34 are provided on the inclined surface inclined upward toward the upwind, and the inclined surface inclined downward toward the windward side. It should be larger than the porosity. The straight mounting portion 32 is provided with long holes 35 at positions corresponding to the four corners of the windproof snow plate of the upper upper stage 30 and is fixed to the column 5 with bolts and nuts.
これにより、柵高さの約5/6の高さから上端までの高さに風上から吹き付ける風が前記上上段30の防風雪板の傾斜面の長丸孔33と丸孔34を通過すると、開孔率を約40%としたため多い量で弱く上方へと気流の向きが変化する。 As a result, when the wind blown from the windward to the height from about 5/6 of the fence height to the upper end passes through the elongated hole 33 and the round hole 34 on the inclined surface of the windbreak snowboard of the upper upper stage 30 Since the hole area ratio is about 40%, the airflow direction changes weakly in a large amount and upwards.
次に、本発明に係る防風雪柵の効果を検証するために平成27年から28年に行った実験と結果について説明する。 Next, experiments and results conducted from 2015 to 28 in order to verify the effect of the windproof snow fence according to the present invention will be described.
本発明者らは本発明に係る防風雪柵の効果を検証するために、北海道石狩市において防風雪柵を設置して測定を行った。
柵設置日:平成27年12月21日
観測期間:平成27年12月21日〜平成28年3月3日
柵高:H=4.0m
設置延長:L=48m
設置方向:北北東-南南西(柵縦断方向、吹雪時主風向:西北西)
積雪計測範囲
風上側 :柵〜20mの範囲
柵風下側:柵〜40mの範囲(10Hの範囲)
積雪計測ライン:5ライン(図7参照)
風上も同様のラインで計測する。防雪性能評価には風下側の計測が重要である。風上側計測は、風下側吹きだまり評価の参考(参考値。雪丘が有孔部に達したか否かや、風上の飛雪補足が経験的に多いか少ないかなど)になるものであり、ここでは特にデータ解析などは行わない。
気象観測機器 :風向風速計(平成27年12月21日設置)
積雪深計(平成28年1月19日設置)
In order to verify the effect of the windbreak snow fence according to the present invention, the present inventors performed measurement by installing the windbreak snow fence in Ishikari City, Hokkaido.
Date of fence installation: December 21, 2015 Observation period: December 21, 2015 to March 3, 2016 Fence height: H = 4.0 m
Installation extension: L = 48m
Installation direction: north-northeast-south-south-west (direction of fence longitudinal, main wind direction during snowstorm: west-northwest)
Snow measurement range Windward: Range of fence ~ 20m Fence downside of fence: Range of fence ~ 40m (10H range)
Snow measurement line: 5 lines (see Fig. 7)
The windward is also measured with the same line. Measurement of the leeward side is important for snowproof performance evaluation. The windward side measurement is a reference for evaluation of the leeward snowdrift evaluation (reference value. Whether or not the snow hill has reached the perforated part, whether there is a lot of windward snowfall supplementation empirically, etc.) Here, no data analysis is performed.
Meteorological observation equipment: Wind anemometer (installed on December 21, 2015)
Snow depth meter (installed on January 19, 2016)
防風雪柵設置計画図を図7に、防風雪柵設置状況の写真を図8に、風向風速計設置状況の写真を図9に、積雪深計設置状況の写真を図10に、全体写真を図11に示す。 Fig. 7 is a plan view of the windbreak snow fence installation plan, Fig. 8 is a photo of the windbreak snow fence installation status, Fig. 9 is a photo of wind direction anemometer installation status, Fig. 10 is a photo of the snow depth gauge installation status, As shown in FIG.
柵風下吹きだまりが最大となった平成28年2月29日の積雪観測データを表1に、積雪グラフを表2に示す。また、現地吹きだまり状況の写真を図12〜図14に示す。
ここで、積雪観測は全5ラインで実施しているが、防雪効果の評価には後述する「性能評価ラインの決定」を根拠に補間2(センターと北側の中間)で行うこととする(図12)。この日の自然積雪は0.90mであり、吹きだまり性能評価は0.90mからの増減で表される。 Here, snow observation is carried out on all five lines, but the snow prevention effect is evaluated by interpolation 2 (middle between the center and the north side) based on the “determination of performance evaluation line” described later (see the figure). 12). The natural snowfall on this day is 0.90 m, and the snowdrift performance evaluation is expressed by an increase / decrease from 0.90 m.
以下に性能評価を整理する。 The performance evaluation is organized below.
吹きだまりが最大となったのは、柵直近(0H)で+0.50m(積雪深1.40m)であった。当ラインの風上側を見ると雪丘が有孔部に達している。通常、雪丘が有孔部に達すると風下側吹きだまりは急激に発達するが、現地吹きだまりを見ると非常に小さく抑えられている。また、柵から1.0mの位置では+0.35mと極僅かであり高さ方向ばかりでなく横断方向も非常に狭い範囲に抑えられている。 The maximum snowdrift was + 0.50m (snow depth of 1.40m) in the immediate vicinity of the fence (0H). Looking at the windward side of this line, the snow hill reaches the perforated area. Usually, when the snow hill reaches the perforated area, the leeward puddle develops rapidly, but the local puddle is very small. Further, at a position 1.0 m from the fence, it is very small as +0.35 m, and not only the height direction but also the transverse direction is suppressed to a very narrow range.
0H以外では、0.5Hで+0.13m、1Hで−0.03m、2Hで0.14m、3H〜10Hは−0.15m〜−0.40mであり、十分に吹きだまり抑制効果を発揮している。 Other than 0H, 0.5H is + 0.13m, 1H is -0.03m, 2H is 0.14m, 3H to 10H is -0.15m to -0.40m, and exhibits a sufficient effect of suppressing the puddle. Yes.
「性能評価ラインの決定」
防雪柵風下の吹きだまりは柵端部の影響を受ける。防雪柵の性能評価を行う場合は端部影響範囲を避ける必要がある。国立開発研究法人(旧 独立行政法人)土木研究所 寒地土木研究所 重点プロジェクト報告書 7.3防雪対策施設の性能評価に関する研究(平成19年度 加治屋ら)の成果報告を見ると、柵高H=5mで柵端部から30mの範囲でエンドエフェクトの影響を受けていることが顕著に確認できる。本実施例による柵高はH=4mである。エンドエフェクト範囲に柵高比を考慮するとH=4mの場合は4/5×30=24mが目安になる。
"Determination of performance evaluation line"
The snowdrift in the snow fence is affected by the edge of the fence. When evaluating the performance of snow fences, it is necessary to avoid the edge affected range. National Development Research Institute (former Independent Administrative Institution) Civil Engineering Research Institute Cold Civil Engineering Research Institute Priority Project Report 7.3 A study on the performance evaluation of snow prevention facilities (2007 Kajiya et al.) It can be remarkably confirmed that it is influenced by the end effect in the range of 30 m from the edge of the fence at = 5 m. The fence height according to the present embodiment is H = 4 m. In consideration of the fence height ratio in the end effect range, 4/5 × 30 = 24 m is a guide when H = 4 m.
本実施例の冬期観測では、平成28年1月8日時点ではエンドエフェクトによる吹きだまりがなく、次の観測日1月13日にかけ西風によるエンドエフェクトによる吹きだまりが形成された。一度形成されたエンドエフェクトによる吹きだまりは、その後消滅することなく成長を続ける。エンドエフェクトによる吹きだまりは、観測期間を通して南側端部〜防雪柵センターに形成され、センターから補間2にかけて影響がなくなっていく。このため、性能評価は防雪柵のセンターと北側端部の中間であるライン補間2で行うこととした。 In the winter observation of this example, there was no puddle due to the end effect as of January 8, 2016, and a puddle due to the west wind was formed over the next observation day, January 13. The puddle caused by the end effect once formed continues to grow without disappearing. The snowdrift caused by the end effect is formed from the south end to the snow fence center throughout the observation period, and the influence disappears from the center to the interpolation 2. For this reason, the performance evaluation was performed by line interpolation 2 which is in the middle between the center of the snow fence and the north end.
本発明の実施例は、風向風速数値シュミレーションシステムを用いて防風雪板の組み合わせを絞り込み、活性白土を用いた風洞実験により吹きだまり状況を観察して決定したものである。しかし、本発明は上記の実施例に限定されるものではなく、その要旨の範囲内で種々の変更が可能である。 The embodiment of the present invention is determined by narrowing down combinations of windproof snowboards using a wind direction and wind speed numerical simulation system, and observing a snowdrift situation by a wind tunnel experiment using activated clay. However, the present invention is not limited to the above-described embodiments, and various modifications can be made within the scope of the gist.
例えば、実施例では柵高さを約4mとした例で無孔板10を10段・上下段20を3段・上上段30を3段とした例を示したが、無孔板10を12段・上下段20を4段・上上段30を4段とし柵高さを約5mとしても良い。また、上下段20と上上段30を同じ段数とする必要は無く、上下段20を4段・上上段30を3段としても良い。 For example, in the embodiment, an example in which the fence height is about 4 m and the non-perforated plate 10 is 10 steps, the upper and lower steps 20 are three steps, and the upper upper step 30 is three steps is shown. It is possible to have 4 steps for the upper and lower steps 20 and 4 steps for the upper and upper steps 30 and a fence height of about 5 m. Further, the upper and lower stages 20 and the upper upper stage 30 do not have to have the same number of stages, and the upper and lower stages 20 may have four stages and the upper upper stage 30 may have three stages.
また、実施例では柵高さの約2/3の高さから下段を孔の無い無孔板10を設ける例を示したが、風上からの風を遮って容易に通過させなければよいから、直径3mm程度の微細孔を適宜設けて見通しを改善してもよい。 Further, in the embodiment, an example in which the non-perforated plate 10 having no hole is provided from the height of about 2/3 of the fence height is shown, but it is not necessary to block the wind from the windward and easily pass it. The visibility may be improved by appropriately providing fine holes with a diameter of about 3 mm.
また、実施例では透孔としての多数の直径18mmの丸孔23を上下段20の防風雪板の長手方向に渡って密に設け、下方は無孔として上下段20全体の開孔率を約20%とした例を示したが、膨出部21の下方への風を遮って、気流を上方へ変化させられればよいから、膨出部21の下方に風を通しにくい直径3mm程度の微細孔を適宜設けて見通しを改善してもよい。また丸孔23は丸穴である例を示したが、長孔形状等でもよい。 Further, in the embodiment, a large number of round holes 23 having a diameter of 18 mm as through-holes are provided densely in the longitudinal direction of the windproof snowboard of the upper and lower tiers 20 and the lower portion is not perforated so that the entire upper and lower tier 20 has an opening ratio of about Although an example of 20% is shown, it is only necessary to block the wind below the bulging portion 21 and change the air flow upward. Prospects may be improved by appropriately providing holes. Moreover, although the round hole 23 showed the example which is a round hole, a long hole shape etc. may be sufficient.
また、実施例では上下段20と上上段30の防風雪板の垂直断面の中間付近を線対称な台形状に凸に折り曲げ成形して膨出部21,31を構成したが、半円弧状に凸に成形してもよい。 Further, in the embodiment, the bulging portions 21 and 31 are formed by bending the vicinity of the middle of the vertical section of the windproof snowboard of the upper and lower tiers 20 and 30 into a line-symmetric trapezoidal shape, but in a semicircular shape It may be formed into a convex shape.
また、実施例では上下段20と上上段30の防風雪板の膨出部21,31の凸の方向が風下に向かって凸とした例を示したが、風上に向かって上方が傾斜した傾斜面に透孔があればよいので、風上に向かって凸に成形し、線対称な下方に多数の透孔を設けて、上下に複数段並べても効果が同様であるのは言うまでもない。 Further, in the embodiment, the example in which the convex direction of the bulging portions 21 and 31 of the windproof snowboards of the upper and lower tiers 20 and 30 is convex toward the leeward side, but the upper side is inclined toward the leeward side. Since it is sufficient if the inclined surface has a through hole, it is needless to say that the same effect can be obtained by forming a convex shape toward the windward, providing a large number of through holes below the line symmetry, and arranging a plurality of stages vertically.
1 防風雪柵
5 支柱
10 無孔板
20 上下段
21 膨出部
22 直線取付部
23 透孔としての丸孔
30 上上段
31 膨出部
32 直線取付部
33 大透孔としての長丸孔
34 小透孔としての丸孔
1 Windproof snow fence 5 Prop
10 Non-perforated plate
20 Top and bottom
21 bulge
22 Straight mounting section
23 Round holes as through holes
30 Upper
31 bulge
32 Straight mounting section
33 Long round hole as a large through hole
34 Round holes as small through holes
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2016180136A JP2018044364A (en) | 2016-09-15 | 2016-09-15 | Windbreak snow fence |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2016180136A JP2018044364A (en) | 2016-09-15 | 2016-09-15 | Windbreak snow fence |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2018044364A true JP2018044364A (en) | 2018-03-22 |
Family
ID=61694532
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2016180136A Pending JP2018044364A (en) | 2016-09-15 | 2016-09-15 | Windbreak snow fence |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2018044364A (en) |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57127079A (en) * | 1981-01-28 | 1982-08-07 | Hitachi Ltd | Composite shaped wind protecting fence |
JPS57160314U (en) * | 1981-04-02 | 1982-10-08 | ||
US5184800A (en) * | 1991-01-22 | 1993-02-09 | The Tensar Corporation | Portable snow fence system |
JP2013104183A (en) * | 2011-11-11 | 2013-05-30 | Hokuei:Kk | Fence for protection against wind, snow, and the like |
JP5579208B2 (en) * | 2012-02-27 | 2014-08-27 | 株式会社ホクエイ | Windbreak snow fence |
-
2016
- 2016-09-15 JP JP2016180136A patent/JP2018044364A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS57127079A (en) * | 1981-01-28 | 1982-08-07 | Hitachi Ltd | Composite shaped wind protecting fence |
JPS57160314U (en) * | 1981-04-02 | 1982-10-08 | ||
US5184800A (en) * | 1991-01-22 | 1993-02-09 | The Tensar Corporation | Portable snow fence system |
JP2013104183A (en) * | 2011-11-11 | 2013-05-30 | Hokuei:Kk | Fence for protection against wind, snow, and the like |
JP5579208B2 (en) * | 2012-02-27 | 2014-08-27 | 株式会社ホクエイ | Windbreak snow fence |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Cheng et al. | Disturbance of the inclined inserting-type sand fence to wind–sand flow fields and its sand control characteristics | |
EP3234279B1 (en) | Roof paver locking system and method of deploying thereof | |
JP5579208B2 (en) | Windbreak snow fence | |
CN209837048U (en) | Highway side slope landslide prevention device | |
JP5485970B2 (en) | Fences such as windproof snow | |
CN102587301B (en) | Double-layer flexible windproof net | |
JP2018044364A (en) | Windbreak snow fence | |
CN102002916A (en) | Wind-preventing sand-throwing wall | |
CN205443976U (en) | Prevent wind and hinder husky fence | |
CN107059670A (en) | Flexibility point guiding systems | |
CN104762891B (en) | From elevated sandboard | |
JP3152392U (en) | Slope protection block | |
JP3165310U (en) | Perforated fence such as windproof snow | |
JP4096077B2 (en) | Blown snow fence | |
CN110318347B (en) | Wave combination formula snow wall | |
CN212294401U (en) | Flexible branch leads system | |
CN216920079U (en) | Assembled reinforced concrete snow-proof fence | |
CN215164693U (en) | Combined support suitable for construction of cast-in-place beam of skew river-crossing bridge | |
CN217870076U (en) | Sand blocking device for windy and accumulated sand road section | |
CN214993223U (en) | Novel snow guard | |
CN220150124U (en) | Snow falling prevention device for totally-enclosed sound barrier | |
CN220619835U (en) | Shed tunnel quick-release support structure suitable for stride on car passageway | |
JP2006037576A (en) | Snow cornice prevention plate | |
CN102587269A (en) | Combined bridge wind barrier | |
JP6895618B2 (en) | Avalanche prevention fence cornice formation prevention body and cornice formation prevention method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20180406 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20181226 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20190109 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20190628 |